E3S Web Conf.
Volume 49, 2018SOLINA 2018 - VII Conference SOLINA Sustainable Development: Architecture - Building Construction - Environmental Engineering and Protection Innovative Energy-Efficient Technologies - Utilization of Renewable Energy Sources
|Number of page(s)||10|
|Published online||13 August 2018|
Modern design of light steel facades in normal and fire conditions
DSc., Poznan University of Technology, Institute of Structural Engineering, Marii Skłodowskiej- Curie 5, 60-965 Poznań, Poland,
2 M.Sc. (Ph.D. student): Poznan University of Technology, Institute of Structural Engineering, Marii Skłodowskiej-Curie 5, 60-965 Poznań, Poland.
* Corresponding author: firstname.lastname@example.org
In this paper, numerical analysis of bearing load capacity of steel facade cassettes with special perforation in various geometrical configurations was carried out. Particular attention was focused on the influence analysis of the blade inclination and perforation pattern on the structural behaviour. The mechanical response was tested using two separate types of numerical analysis. First contains the analysis under high temperature using coupled thermal-structural analysis according to the nominal temperature-time External curves. In this study nonlinear physical relationships are taken into account, thus influence of high temperature on material properties is assumed. In order to investigate the wind action influence on the cassettes with respect to different blade inclination, the static was provided. The scope of the study includes the preparation of advanced numerical 3D model of thin-walled steel cassettes K1 produced by “Blachy Pruszynski” company using shell finite elements (FE) in Abaqus program.
© The Authors, published by EDP Sciences, 2018
This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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